Drawings_Vol-6_817CM3025_Marion NC.pdf

E X

IT

M E

Z Z

A N

IN

E

T R

A V

L

D

IS

T A

N C

E

369 SF

HONOR

GUARD

BREAKROOM

320 SF

WORKSHOP/

STORAGE 91 SF

BOOTWASH

73 SF

LOCKER

81 SF

HONOR

GUARD

RESTROOM

196 SF

WOMEN'S

LOCKER

ROOM

38 SF

IT/

SECURITY

213 SF

RECORDS

ROOM

73 SF

S100

STAIR

77 SF

ENTRY

VESTIBULE

510 SF

OPEN

OFFICE

114 SF

WORK

LEADER

205 SF

FOREMAN'S

OFFICE

755 SF

BREAKROOM/

TRAINING

ROOM

1593 SF

UNASSIGNED

181 SF

HALLWAY

E X

IT

EXIT

TRAVEL DISTANCE

103'-0"

T R

A V

E L D

IS

T

A N

C E

FEC

FEC

FE

FEC

EWC

COMMON PASS TRAVEL

100'-0"

TRAVEL DISTANCE

77'-0"

LIFE SAFETY SYMBOLS

1 HOUR SMOKE

BARRIER

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

3 HOUR FIRE

BARRIER

1 HOUR FIRE &

SMOKE

BARRIER

2 HOUR FIRE &

SMOKE BARRIER

3 HOUR FIRE &

SMOKE

BARRIER

HE

TRAVEL DISTANCE

100'-10"

TRAVEL

DISTANCE

EA

EDEXIT

EXIT

HORIZONTAL

EXIT

EXIT

DISCHARGE

EXIT ACCESS

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FE

C

LIMITS OF

CONSTRUCTIO

N

SMOKE

COMPARTMENT

BOUNDARY

HEALTH CARE

SUITE

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

OCCUPANCY

SEPARATION

SHAFT

ADJACENT SYMBOLS SHOW PARTITION

RATING AND DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION

RATING. OPENINGS REQUIRE CLOSER & LATCH

EXIT PASSAGEWAY

RATE AS STAIR

ALL OPENINGS TO BE RATED AS STAIR SHAFT

CORRIDOR

WALLS TO LIMIT THE TRANSFER OF

SMOKE

ADJUNCT CORRIDOR or PSYCHIATRIC AREA or CONSTRUCTED WITH MIN. 4'-0" CLEAR

WITH (PER CHAPTER 19)

M E

Z Z

A N

IN

E

T R

A V

L

D

IS

T A

N C

E

1023 SF

MECHANICAL

ROOM

67 SF

HALLWAY

118 SF

ELECTRICAL

ROOM

FE

FE

NOYES

APPLICABLE REGULATIONS

GENERAL TYPE OF PROJECT

NFPA NATIONAL FIRE CODES

(EXCEPTION: NFPA 5000 & 900)

2018 NFPA 101 (LIFE SAFETY CODE)

ABA STANDARDS (2015) (ABAAS)

2018 IBC

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

MAINTENANCE BUILDING

1-STORY, HISTORIC BUILDING, TYPE V (000)

CONSTRUCTION. REMODEL APPROXIMATELY 7,620

GSF, INCLUDING A MECHANICAL MEZZANINE.

UPGRADE FACILITY TO SATISFY ABA ACCESSIBILITY

STANDARDS.

VA BARRIER FREE DESIGN STANDARD (PG-18-13)

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

THE JOINT COMMISSION (TJC)

CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)

TESTRATING (HRS)

TOTAL

EXTERIOR DOORS AND WINDOWS

EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

ADDITION

1ST FLOOR EXISTING

NONE

6,157 GSF

0 GSF

7,620 GSF

ZERO NA

NA

TYPE V [000] (NFPA 220 TABLE 4.1.1)

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND

RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE

OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION

STANDARDS FOR NEW FEDERAL, COMMERCIAL AND

MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS

AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10

CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY

SIGNS. STATED IN THE GENERAL REQUIREMENTS

SECTION 01010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR

QUALITY - ASHRAE STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS

- ASHRAE STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER

SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE

TECHNICAL INFORMATION LIBRARY (TIL)

(IBC Section 503)ALLOWABLE AREA PER FLOOR

BASIC ALLOWABLE AREA

NOYES

(Section 8.3)

CHANGE OF OCCUPANCY?

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE LIFE SAFETY PLANS

OCCUPANCY CLASSIFICATION(S)

(If Remodeling)

2018 LSC (TABLE 6.1.14.1)

MAINTENANCE BLDG IS A SPECIAL PURPOSE INDUSTRIAL

OCCUPANCY REQUIRING A (1-HOUR) OCC. SEPERATION

FROM THE HONOR GUARD SUITE AND (1-HOUR) IT

SECURITY ROOM RATING PER PSRDM.

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION B

9,000 GSF

NA

NA

NA

NA

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO / 1-HR UL U419

ZERO NA

ZERO NA

ZERO / 1-HR UL K506

ZERO NA

ZERO NA

ZERO NA

FULLY SPRINKLERED BUILDING

MEZZANINE EXISTING 1,463 GSF

AREAS OF REFUGE REQUIRED

MEANS OF EGRESS CAPACITY (width in inches)

EGRESS

10.4"

NOYES

ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED

ELEVATOR REQUIRED AS MEANS OF EGRESS

OCCUPANT LOAD OF BUILDING

SF/OCCUPANT OCCUPANTS

TOTAL BUILDING OCCUPANT LOAD:

ACTUAL AREAAREA LOCATION

BUSINESS

MECH MEZZANINE

4,297 GSF

1,463 GSF 300

WHILE THE CENTRAL AREA INCORPORATES EXTERIOR WALLS THAT

ARE NON-COMBUSTIBLE AND COLUMNS THAT SURPASS THE

SPECIFICATIONS OF TYPE IV (HEAVY TIMBER) CONSTRUCTION, THE

FLOORS, FLOOR FRAMING, ROOF FRAMING, AND ROOFS FAIL TO

MEET THE REQUIRED STANDARDS.

THE VA HAS DETERMINED THAT THE SLIDING

WOOD DOORS ARE A PART OF THE BUILDING

CHARACTER, MAKING THEM A DEFINING FEATURE OF

THIS HISTORIC BUILDING AND CAN CONTINUE TO

SERVE THE EGRESS FUNCTION WHILE ADEQUATELY

MEETING THE REQUIRED PERSONNAL COUNT.

PLUMBING FIXTURES

TOILETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

PROVIDED RQD FACTOR

1M, 1F, 1 UNISEX 1M, 1F

1/25 for first 50 occupants, then 1/50

2M, 1F, 1 UNISEX 1M, 1F

1/40 for first 80 occupants, then 1/80 1/100 occupants. 50% may be vending

URINALS 1M 1M --

(IBC CH 29)

(occupant load x capacity factor) 52 x 0.2

EXIT ACCESS TRAVEL DISTANCE - Occuapncy "B" (without sprinkler system)

200 FEET

MAX

MAX DEAD END EGRESS PATH - (non-sprinklered) COMMON PATH OF TRAVEL - (non-sprinklered)

20 FEET

75 FEET

(36" minimum per door)

INDUSTRIAL,

SPECIAL

1,860 GSF MAX PROBABLE

100 18

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:3

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

LIFE SAFETY PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 LA PC17101

3005-GI111

1/8" = 1'-0"

1ST FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"

MEZZANINE FLOOR LIFE SAFETY PLAN

T R

U

N

O R

T H

PLAN

NORTH

T R

R

T H

PLAN

NORTH

Revisions: Date:

OF 266128128 OF 266128

CONSTRUCTION PHASING GENERAL NOTES

THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE

CAN INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01

00 00 1.6.G PHASING.

THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND

SEQUENCING WITH ALL TRADES AND THE OWNER. THE GENERAL

CONTRACTOR SHALL PROVIDE A WRITTEN NARRATIVE TO OUTLINE

CONSTRUCTION PHASING AND SEQUENCE PLANS, VALIDATING AND

ELABORATING ON THIS PHASING DESCRIPTION.

THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO

WORK MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR

DELAYING WORK UNDER THIS CONTRACT, OR OTHER CONTRACTS ON THE

PROJECT SITE OR WORK BY VA.

THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE

THE SEQUENCE, COMMENCEMENT AND COMPLETION DATES, VA INSPECTION

AND APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S

PERSONNEL FOR ALL PHASES OF THE WORK.

THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN

THE SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND

CONSTRUCTION PHASING DESCRIPTION.

THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE

WITH THE VA INSPECTING AND ACCEPTING THE WORK PRIOR TO VA

OCCUPANCY AND THE CONTRACTOR PROCEEDING TO THE NEXT SCHEDULED

PHASE. UPON COMPLETION OF A PARTICULAR PHASE, THE ENTIRE AREA

COVERED BY THAT PHASE CAN BE OCCUPIED BY THE VA PERSONNEL WITH

ALL SYSTEMS FUNCTIONING PROPERLY.

BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL

CONTRACTOR SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

ANY DUST PARTITIONS OR CONSTRUCION BARRIERS CONSTRUCTED BY THE

CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE

UNTIL THE COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE

REQUIRED.

THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED

AREAS IN SUCH A MANNER TO ENSURE THE CONTINUOUS AND

UNINTERRUPTED USE OF ALL OCCUPIED AREAS, INCLUDING THE APPLICABLE

MECHANICAL AND ELECTRICAL SYSTEMS SERVING THESE AREAS.

FOR ADDITIONAL NOTES AND INFORMATION REFER TO DEMOLITION PLANS.

ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS

IS FOR ARCHITECT-OWNER PLANNING PURPOSES ONLY.

THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED

MEANS OF EGRESS THROUGHOUT ALL PHASING.

THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN

PHASES TO ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND

VACATE THE FOLLOW-ON PHASES. THE VA WILL ACCELERATE THIS TIME

WHEN POSSIBLE AND WILL NOTIFY THE CONTRACTOR IF THIS OCCURS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

PHASE 1:

CONSTRUCTION

PHASE 2 :

CONSTRUCTION

CONSTRUCTION PHASING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:3

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

PHASING PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-GI112

3/32" = 1'-0"

1ST FLOOR CONSTRUCTION PHASING PLAN

3/32" = 1'-0"

MEZZANINE FLOOR CONSTRUCTION PHASING PLAN

T R

R

T H

0 8' 16'4'

PLAN

NORTH

3/32" = 1'-0"

1ST FLOOR DEMOLITION PHASING PLAN

3/32" = 1'-0"

MEZZANINE FLOOR DEMOLITION PHASING PLAN

T R

R

T H

0 8' 16'4'

PLAN

NORTH

T R

R

T H

0 8' 16'4'

PLAN

NORTH

T R

R

T H

0 8' 16'4'

PLAN

NORTH

OF 266129129 OF 266129

1 2

3 4 5 6

B

F

G

H

AD201

AD201

AD201

A

EXISTING TELECOM

CLOSET.

REMOVE WHEN

CONSTRUCTION

SCHEDULE DICTATES.

0.9 1.1

BB

AA

DP4

DP7 DP6

DP5

DP1

DP8

AD201

4' -1

3/

4"

DP43

DP12

DP5

DP16

DP16

DP16

DP24 DP29 DP24

DP13DP15DP14

DP25

DP26

DP22

DP25

DP23

DP27

DP28

DP28

DP27

DP27

DP27

DP28

DP21

DP20 DP20

DP12

DP14

DP15

DP15

DP11 DP12

DP17DP10

DP16 DP16

DP16

DP19

DP3

DP30

DP31

DP9

DP9

DP9

DP9

DP10

DP18

DP16

DP16

DP7

DP7 DP7

DP16

DP37

AD112

AD112

AD112

AD112

AD112

AD112

AD112 1

AD112

AD112

DP29

DP42

DP414

AD111

AD111

DEMOLITION GENERAL NOTES

GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK, PHASING

AND SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING

SEQUENCING PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER

PLANNING PURPOSES ONLY, UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL

TRADES FOR THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION

ALONG WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES,

HARDWARE, SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT,

ETC. TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE

FINISH SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING

SUSPENSION SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND

ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE. SEE MECHANICAL AND

ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING AND DUCTWORK

DEMOLITION WITHIN AREA TO BE REMODELED.

WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.

OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED

AND/OR REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS SHALL BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, SHALL BE

REMOVED, UNLESS NOTED OTHERWISE.

WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL

INFORMATION, SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES,

STRUCTURAL, MECHANICAL AND ELECTRICAL.

VERIFY LEVELNESS OF EXISTING CONCRETE SLAB FOR RECEIVING FLOOR

FINISH.

THE EXISTING PAINTED WALLS CONTAIN LEAD. SEE LIMITED PAINTED TEST

RESULTS AND SPECIFICATION SECTION 02 83 33.13 FOR REQUIREMENTS.

THE CERAMIC TILE COMPONENTS AND ROOFING MATERIALS ARE ASSUMED TO

CONTAIN > 1% ASBESTOS UNLESS SAMPLES ARE COLLECTED BY AN ACCREDITED

INSPECTOR AND LABORATORY ANALYSIS REFUTES THE POSITIVE ASSUMPTION.

SEE ASBESTOS INSPECTION REPORT AND SPECIFICATION SECTION 02 82 13.41

FOR REQUIREMENTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

DEMO FLOOR PLAN & ELEVATION SYMBOLS

EXISTING WALL

TO REMAIN

WALL OR

PARTITION TO

BE REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE FOR

DEMO FLOOR

PLAN

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN OR ELEVATION

DASHED LINE

INDICATES ITEM

TO BE REMOVED

(UNO)

DP7

REMOVE

EXISTING SLAB

KEY NOTE FOR

DEMO

ELEVATION

DE3

EXISTING DOOR

AND FRAME TO

BE DEMOLISHED

1 2

3 4 5 6

B

F

G

H

AD201

AD201

AD201

A

0.9 1.1

BB

AA

DP2

AD201

1'-7" 13'-1" 2'-1"

4' -3

/8

DP3

DP15

CC

DP40

DP40

DP39

DP39

DP39

DP39

AD111

AD111

DEMO FLOOR PLAN KEYED NOTES

DP1 REMOVE EXISTING GRAVESITE LOCATOR AND SALVAGE

DP2

REMOVE PORTION OF EXISTING MEZZANINE FLOOR STRUCTURE AT LOCATION

OF STAIR INSTALLATION

DP3 REMOVE EXISTING GUARDRAIL, RAILING AND LADDER

DP4

REMOVE EXISTING OVERHEAD DOOR AND TRACK , EXISTING WOOD FRAME TO

REAMIN - REPAIR AND PAINT

DP5 REMOVE EXISTING RAISED CONCRETE SLAB

DP6 SAWCUT AND REMOVE EXISTING CMU WALL

DP7

SAWCUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED FOR

PLUMBING AND ELECTRICAL SERVICE INSTALLATION, SEE PLUMBING AND

ELETRICAL DRAWINGS

DP8

REMOVE EXISTING AWNING AT GRAVESITE LOCATOR. PATCH/REPAIR EXISTING

MASONRY/MORTAR

DP9 REMOVE EXISITNG SUSPENDED ACOUSTICAL CEILING TILE

DP10 REMOVE EXISTING GYPSUM BOARD SOFFIT

DP11 REMOVE VINYL BASE

DP12 EXISTING 2X4 WOOD STUDS, INSULATION AND DRYWALL LAYER TO REMAIN

DP13 EXISTING EXTERIOR SLIDING WOOD DOOR TO REMAIN, PAINT

DP14 REMOVE EXISTING PARTITION INCLUDING 2X4 PLATE & EXPANSION ANCHOR

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DP15

SAWCUT AND REMOVE 3/4" PLYWOOD FLOOR, 2X10 JOIST, BATT INSULATION

AND TWO LAYERS OF 1/2" DRY WALL AT TOP PARTITION

DP16 EXISTING STEEL COLUMN AND WOOD STRUCTURAL FRAMEWORK TO REMAIN

DP17 REMOVE EXISTING BASE, UPPER CABINETS AND COUNTERTOP

DP18 REMOVE EXISTING 1X2 TRIM FOR REPAIR AND INSTALLATION OF NEW TRIM

DP19 EXISTING OVERHEAD DOOR TO REMAIN

DP20 REMOVE EXISTING WALL BOARD AND FINISH

DP21

REMOVE EXISTING WALL BOARD, BASE AND FINISH. NOTIFY CONDITION OF

EXISTING BRICK

DP22 REMOVE EXISTING DOOR THRESHOLD

DP23 EXISTING DOOR & FRAME INCLUDING THRESHOLD TO REMAIN

DP24 SEE ELECTRICAL DRAWING FOR RELOCATION OF ELECTRICAL PANELS

DP25 REMOVE EXISTING CERAMIC TILE WALL AND FLOOR FINISH

DP26 REMOVE EXISTING TOILET PARTITION AND GRAB BAR

DP27

REMOVE EXISTING FURRED DRY WALL AROUND WOOD COLUMN. VERIFY

CONDITION OF COLUMN

DP28 REMOVE 2X BULKHEAD AND DRYWALL AROUND BUILTUP BEAM TO REMAIN

DP29 REMOVE EXISITNG PLYWOOD AND CABINET

DP30 REMOVE EXISITNG BASE CABINET AND ICE MACHINE

DP31 REMOVE EXISTING AEROSOLES CABINET

DP32 REMOVE EXISTING DOOR ONLY, EXISTING FRAME TO REMIAN

DP37 REMOVE EXISTING CONCRETE SLAB AS REQUIRED

DP39 REMOVE EXISITNG ELETRIC WOOD TRAY AND SUPPORT

DP40 REMOVE EXISITNG PARTITION

DP41 REMOVE MECHANICAL UNIT, PAD AND REFRIGERANT LINES

DP42 SAWCUT CAST IRON PIPE @ PAVEMENT AND CAP

DP43

REMOVE, REPAIR AND REINSTALL EXISITNG EXTERIOR SLIDING WOOD DOOR.

PAINT

DP44

REMOVE EXISITNG BRICK AS REQUIRED TO PROVIDE OPENING FOR DUCTS

INSTALLATION. SALVAGE BRICK - REFER TO MECHANICAL AND STRUCTURAL

DRAWINGS FOR ADDITIONAL INFOMATION

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

BBAA CC

DE10

DE3

DP44

DP44

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

12 0.91.1

DE7

DP44 DE3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:3

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

DEMOLITION PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 LA PC17101

3005-AD111

1/8" = 1'-0"

1ST FLOOR DEMOLITION PLAN

T

R

R T

H

0 8' 16'4'

PLAN

NORTH

1/8" = 1'-0"

MEZZANINE DEMOLITION PLAN

0 8' 16'4'

T R

R

T H

PLAN

NORTH

Revisions: Date:

1/8" = 1'-0"

DEMOLITION WALL SECTION - EAST WING

1/8" = 1'-0"

DEMOLITION WALL SECTION - NORTH WING

0 8' 16'4' 0 8' 16'4'

OF 266130130 OF 266130

REMOVE EXISTING

GYPSUM BOARD,

STUDS AND PLATES

REMOVE EXISTING

FLOOR FINISH AND BASE

REMOVE EXISTING

EXPANSION ANCHOR

EXISTING CONSTRUCTION

TO REMAIN

REMOVE EXISTING JOIST,

HEADER AND ANCHOR

REMOVE EXISTING

PLYWOOD DECK

REMOVE EXISTING

BATT INSULATION REMOVE EXISTING JOIST,

HEADER AND ANCHOR

REMOVE EXISTING

PLYWOOD DECK

REMOVE EXISTING

BATT INSULATION

REMOVE EXISTING

GYPSUM BOARD,

STUDS AND PLATES

REMOVE EXISTING

FLOOR FINISH AND BASE

REMOVE EXISTING

EXPANSION ANCHOR

REMOVE EXISTING

STUD, CEILING PLANKS

AND GYPSUM BOARD

EXISTING JOIST AND

DECK TO REMAIN

REMOVE EXISTING

FLOOR FINISH AND BASE

EXISTING WALL CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO REMAIN

REMOVE EXISTING JOIST

REMOVE EXISTING

PLYWOOD DECK

REMOVE EXISTING

BATT INSULATION

REMOVE EXISTING

GYPSUM BOARD,

STUDS AND PLATES

REMOVE EXISTING

FLOOR FINISH AND BASE

REMOVE EXISTING

EXPANSION ANCHOR

REMOVE EXISTING

CEILING

EXISTING CONSTRUCTION

TO REMAIN

REMOVE EXISTING WOOD TRIM

REMOVE EXISTING

PLYWOOD DECK

REMOVE EXISTING

BATT INSULATION

REMOVE EXISTING

FLOOR FINISH AND BASE

REMOVE EXISTING

PLATE AND

EXPANSION ANCHOR

EXISTING CONSTRUCTION TO REMAIN

REMOVE EXISTING

HEADER

REMOVE EXISTING

STEEL PIPE RAILING

REMOVE EXISTING

TOE BOARD

EXISTING ANCHOR TO REMAIN

EXISTING BOND BEAM TO REMAIN

REMOVE EXISTING BLOCK

EXISTING CONCRETE BLOCK TO REMAIN

REMOVE EXISTING

BATT ISULATION

REMOVE EXISTING PLATES

AND GYPSUM BOARD

SAW CUT EXISTING ANCHOR

EXISTING T&G WOOD

FLOORING TO REMAIN

EXISTING WOOD JOISTS

TO REMAIN

REMOVE EXISTING WOOD

COMPOSITE BEAM

EXISTING WOOD COLUMN

BEYOND TO REMAIN

8'-11" VERIFY

REMOVE EXISTING

SUSPENDED ACOUSTIC CEILING

EXISTING WOOD COLUMN

BEYOND TO REMAIN

NOTE:

PROVIDE STRUCTURAL BRACING OF JOIST DURING REMOVAL OF COMPOSITE WOOD BEAM,

SEE STRUCTURAL DRAWINGS

TEMPORARY METAL STUD

DURING REMOVAL OF

COMPOSITE WOOD BEAM

TEMPORARY METAL STUD

DURING REMOVAL OF

COMPOSITE WOOD BEAM

EXISTING T&G WOOD

FLOORING TO REMAIN

EXISTING WOOD JOISTS

TO REMAIN

REMOVE EXISTING WOOD

COMPOSITE BEAM

EXISTING WOOD COLUMN

BEYOND TO REMAIN

8'-11" VERIFY

REMOVE EXISTING CEDAR BOARDS

AND SUPPORT BLOCKS

EXISTING WOOD COLUMN

BEYOND TO REMAIN

NOTE:

PROVIDE STRUCTURAL BRACING OF JOIST DURING REMOVAL OF COMPOSITE WOOD BEAM,

SEE STRUCTURAL DRAWINGS

REMOVE EXISTING GYPSUM BOARD

TEMPORARY METAL STUD

DURING REMOVAL OF

COMPOSITE WOOD BEAM

TEMPORARY METAL STUD

DURING REMOVAL OF

COMPOSITE WOOD BEAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:3

P

M

MAINTENANCE BLDG - DEMOLITION SECTION

DETAILS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-AD112

1 1/2" = 1'-0"

DEMOLITION SECTION DETAIL

1 1/2" = 1'-0"

DEMOLITION SECTION DETAIL

1 1/2" = 1'-0"

DEMOLITION SECTION DETAIL

1 1/2" = 1'-0"

DEMOLITION SECTION DETAIL

1" = 1'-0"

DEMOLITION SECTION DETAIL

1" = 1'-0"

DEMOLITION SECTION DETAIL

OF 266131131 OF 266131

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

DE10

DE15

DE9 DE11

DE1

DE23 DE24

DE3

DE4

DP13

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

DP1 DP8

DE14

DE16

DE23 DE9

DE3

DE1DE1

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

DE2DE1 DE1

DE3

DE23

DE5

DE25

DE26

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

DP4

DE12

DE17

DE18

DE14

DE15

DE19 DE20 DE11 DE11DE21 DE22

DE1 DE1

DE3 DE4

DE7

DEMO ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH ELEVATION

DE1 REMOVE EXISTING GUTTER AND DOWNSPOUT

DE2 EXISTING DOWNSPOUT TO REMAIN

DE3 REMOVE EXISTING METAL ROOF FOR INSTALL NEW METAL ROOF

DE4 REMOVE EXISTING STEP FLASHING

DE5 REMOVE EXISTING SIGN

DE6 REMOVE EXISITNG LOUVER

DE7

REMOVE EXISITNG WOOD SHINGLES AS REQUIRED TO PROVIDE 3'-4"X3'-4"

OPENING FOR LOUVER INSTALLATION

DE8

REMOVE AND MODIFY EXISITNG WOOD FRAMING, BOARD SHEATHING AND

SHINGLES TO FACILITATE LOUVER INSATALLATION. SALVAGE WOOD SHINGLES

IN GOOD REPAIR

DE9 REMOVE WINDOW AC UNIT, CONDENSATE PIPE, AND WOOD PANEL

DE10

REMOVE EXISTING LOUVER AND PORTION OF MULTI-WYTHE BRICK WALL AS

REQUIRED TO PROVIDE 3'-4"X3'-4" OPENING FOR LOUVER INSTALLATION

DE11 REMOVE PAINT FROM BRICK

DE12 REMOVE LOUVER AND WOOD TRIM

DE13 REMOVE METER AND PANEL AND APTCH MASONRY NOTE ON AE201

DE14 REMOVE DAMAGED WOOD SHINGLES, PREP FOR PAINTING

DE15 REMOVE LIGHT FIXTURES IN PREPARATION FOR REPLACE FIXTURE

DE16 PREP WOOD DOOR AND FRAME FOR PAINTING

DE17 PREP WOOD LOUVER AND TRIM FOR PAINTING

DE18 PREP WOOD TRIM FOR PAINTING

DE19 EXISTINGU FIRE EXTINGUISHER TO REMAIN

DE20

EXISTING EMERGENCY FUEL SHUT OFF AND SIGN TO REMAIN, REMOVE PAINT

FROM BRICK

DE21 REMOVE MECHANICAL UNIT, PAD AND REFRIGERANT LINES

DE22 SAWCUT CAST IRON PIPE @ PAVEMENT AND CAP

DE23 EXISITNG JUNCTION BOX TO REMAIN

DE24 EXISITNG BOLLARD TO REMAIN

DE25 EXISITNG METAL ROOF AND GUTTER TO REMAIN

DE26 EXISITNG HOSE BIBB TO REMAIN

DEMO FLOOR PLAN & ELEVATION SYMBOLS

EXISTING WALL

TO REMAIN

WALL OR

PARTITION TO

BE REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE FOR

DEMO FLOOR

PLAN

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN OR ELEVATION

DASHED LINE

INDICATES ITEM

TO BE REMOVED

(UNO)

DP7

REMOVE

EXISTING SLAB

KEY NOTE FOR

DEMO

ELEVATION

DE3

EXISTING DOOR

AND FRAME TO

BE DEMOLISHED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:4

P

M

MAINTENANCE BLDG - DEMOLITION

EXTERIOR ELEVATIONS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-AD201

1/8" = 1'-0"2

DEMOLITION EAST ELEVATION

1/8" = 1'-0"

DEMOLITION SOUTH ELEVATION

1/8" = 1'-0"

DEMOLITION WEST ELEVATION

1/8" = 1'-0"1

DEMOLITION NORTH ELEVATION

0 8' 16'4' 0 8' 16'4'

0 8' 16'4' 0 8' 16'4'

OF 266132132 OF 266132

AE201

AE201

AE201

AE201

1 2

3 4 5 6

B

F

G

H

A

BREAKROOM/

TRAINING

ROOM

HONOR

GUARD

BREAKROOM

ENTRY

VESTIBULE

IT/

SECURITY

FOREMAN'S

OFFICE

WORK

LEADER

AE301

GUN

STORAGE

RECORDS

ROOM

AE211

OPEN

OFFICE

HONOR

GUARD

RESTROOM

BOOTWASH

WORKSHOP/

STORAGE

WOMEN'S

LOCKER

ROOM

HALLWAY

AE21125

AE302

AE211

AE211

S100

STAIR

0.9 1.1

BB

AA

AE302

UNASSIGNED

LOCKER

AE301

FL1

FL2

FL4

FL3

6.

7.

3.

2.

110.1

6.

114.1

AE320

AE211

AE540

MEN'S

LOCKER

ROOM

HAC

ISLAND

112.1

111.1

FE

FEC

FEC

CR

CR

AE301

101.2

108.1

109.1

101.1

MECHANICAL

EQUIPMENT,

SEE MECHANICAL

DRAWINGS

FL4

FL4

FL4

FL4

FL4

AE302

CONCRETE

STOOP

107.1

HW1

HW2

1.2

CC

AE301

AE311

AE311

AE312

AE312

FL6

FL5

CR

AE520

AE520

AE520

SIM

AE520

5.

W1 WE1 WE1 WE1 WE1 WE1 WE1 WE1 WE1 WE1 WE1 WE1

WE1WE1WE1WE1WE1

WE1

WE1

WE1

WE1

WE1

WE1

WE1

WE1

WE1

AE312

FL8

FL8

FL8 FL8

FL8

FL8

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND

LIMITS OF CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED

UNDER THIS CONTRACT. INCIDENTAL WORK MAY BE NECESSARY IN

AREAS NOT SHOWN ON ARCHITECTURAL DRAWINGS DUE TO

CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE

PART OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE

AREAS, ASCERTAIN WORK REQUIRED AND DO THE WORK IN

ACCORDANCE OF CONTRACT REQUIREMENTS AT NO ADDITIONAL

COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME

FAMILIAR WITH THE EXISTING CONDITIONS. THE GENERAL

CONTRACTOR SHALL LOCATE, INSPECT AND FIELD VERIFY ALL

EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO

DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY

OF ANY DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS,

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM

THE HOLE IS CUT TO PATCH AND REPAIR ANY OPENING TO MAINTAIN

THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR

EXISTING PIPES AND DUCTS FURRED IN WALLS. VERIFY SIZE AND

LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO PROCEEDING

WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR

PENETRATING THE FIREPROOFING SHALL BE REQUIRED TO REPLACE

FIREPROOFING TO THE ORIGINAL CONDITION AND FIRE RATING, AT

THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION

ONLY, VERIFY SIZE WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL

SERVICES OR EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE

TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS

AT EXISTING CONDITIONS SHALL PATCH AREA TO MATCH EXISTING

ADJACENT AREA OR SURFACE AND PREPARE FOR SCHEDULED FINISH

APPLICATION. COORDINATE WORK WITH GENERAL CONTRACTOR

PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND

COORDINATE TYPES WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF

VENTS AS REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE

AND LOCATION.

12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND

SYMBOLS MAY DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE

SECTIONS AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE

3/4" FRT PLYWOOD BACKING BEHIND ALL SURFACE MOUNTED

FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE.

14. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE

PROJECT SCOPE AND UPGRADE AS REQUIRED. ALL FIRE RESISTIVE

RATED PARTITIONS SHALL BE CONSTRUCTED OF MATERIALS /

ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE

DECK ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL

PENETRATIONS SHALL BE SEALED WITH A TESTED ASSEMBLY. ALL

SMOKE PARTITIONS SHALL BE CONSTRUCTED OF MATERIALS THAT

RESIST THE PASSAGE OF SMOKE, TERMINATE AT THE DECK ABOVE

WITH A JOINT SEALED WITH FIRE CAULK AND ALL PENETRATIONS

SHALL BE SEALED WITH FIRE CAULK.

FLOOR PLAN SYMBOLS

EXISTING WALL

TO REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED

LIGHT

101B

101A

8'-0"

DIMENSION

LINE, NOMINAL

8'-0" EXTENDED

DIMENSION

LINE, NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT

TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME

AND NUMBER

AE501

1A

DETAIL

REFERENCE

TAG

AE2O1

EXTERIOR

SECTION

REFERENCE

TAG

1A

AE2O1

INTERIOR

SECTION

REFERENCE

TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION

CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

CURTAIN WALL

TAG OR

WINDOW TAG

CW1 W3OR

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 PROVIDE WINDOW AT REMOVED GRAVESITE LOCATOR

FL2 PROVIDE STOREFRONT ENTRANCE

FL3 PROVIDE WOOD STAIR

FL4

PROVIDE NEW CONCRETE SLAB SEE . SEE DEMOLITION PLAN

FOR EXTENT OF DEMOLITION EXISTING SLAB

FL5 PROVIDE CONCRETE SLAB INFILL AT PUMBING LOCATIONS

FL6

INFILL INTERIOR BRICK WYTHE AT LOCATION OF REMOVAL FROM EXISTING

TRIPLE WYTHE STRUCTURAL MASONRY WALL, VERIFY EXTENT

FL7 PROVIDE LINTEL AT OPENING, SEE FOR DETAIL

FL8 PROVIDE STORM WINDOW AT ALL EXISTING WINDOW, TYPICAL

/2 AE520

/13 AE602

1 2

3 4 5 6

B

F

G

H

A

AE301

ELECTRICAL

ROOM

MECHANICAL

ROOM

AE302

MEZZANINE

OPEN TO

BELOW

0.9 1.1

BB

AA

AE302

HALLWAY

AE301

2.

1.

AE320

CR

FL3

CR

AE302

1.2

CC

AE301

AE311

AE311

AE312

AE312

FL7

FL7

FL7

FL7

WE2

WE2

WE2 WE2 WE2 WE2

AE312

FL8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:4

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

FLOOR PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 LA PC17101

3005-AE111

1/8" = 1'-0"1

1ST FLOOR PLAN

0 8' 16'4'

T R

R

T H

PLAN

NORTH

1/8" = 1'-0"2

MEZZANINE FLOOR PLAN

0 8' 16'4'

T R

R

T H

PLAN

NORTH

OF 266133133 OF 266133

B

F

G

H

A

0.9 1.1

BB

AA

BREAKROOM/

TRAINING

ROOM

HONOR

GUARD

BREAKROOM

ENTRY

VESTIBULE

IT/

SECURITY

FOREMAN'S

OFFICE

WORK

LEADER

GUN

STORAGE

RECORDS

ROOM

OPEN

OFFICE

HONOR

GUARD

RESTROOM

BOOTWASH

WORKSHOP/

STORAGE

WOMEN'S

LOCKER

ROOM

HALLWAY

S100

STAIR

UNASSIGNED

LOCKER

FL1

FL2

FL4

FL3

FL5

6.

7.

3.

2.

110.1

6.

114.1

4' -0

3'

-8

/2

5'-3"

13'-5 1/2" 6'-10"

XN3 4'

-7

" 1' -2

XN3XN3

XN3

XN3

B3

B3

XN3

B3

B3b

B6

XN3

10'-5 3/4" 5'-9 1/4" 8'-10 3/4" 1'-0"

XN2

MEN'S

LOCKER

ROOM

123456789

23 14

HAC

BENCH

112.1

111.1

'-4

/4

'-6

/2

3' -4

2'-6"

FEC

FE

FEC

1'-0" 13'-8" 1'-0"

XN3

XN3

FE

1' -0

CR

B3

CR

4' -0

'-5

/2

CL

4' -0

9'-0"

3' -5

6'

-2

B3

B3 HOSE BIB

2'

-0

101.2

108.1

109.1

4' -3

4'

-3

CL 101.1

B3

FL4

FL4

FL4

FL4

FL4

FD

2'-0" 5'-4" 2'-1 3/4"

CL

CL

5' -0

12'-2"CONCRETE

STOOP

2'-0"

CL

CL

B3b

B3b

107.1

'-0

/4

1'-6"CL

2'-6" 3'-6"

1.2

CC

6'

-0

AE320

AE211

AE211

AE211

HW1

HW2

2'-0"

A6

B3

H4b

H4b

H2b

1'-6"

XN3

CR

XP3

5.

11'-0"

1 2

3 4 5 6

B

F

G

H

A

0.9 1.1

BB

AA

ELECTRICAL

ROOM

MECHANICAL

ROOM

MEZZANINE

OPEN TO

BELOW203

HALLWAY

2.

1.

6' -5

5'

-0

/2

4' -0

11'-10" 15'-9" 8'-9"

B3b

CR

B3b B3bFL3

CR

B3b

1.2

CC

5'-4" 1'-7" 3'-11"

1'-0"

6'-1" 9'-8" 1'-11"

1'-2"

B3b B3b

B3b

AE320

XN3

2" 2"

FE

1' -6

" CL

2' -6

CL

FE

FL7

FL7

FL7

B3

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 PROVIDE WINDOW AT REMOVED GRAVESITE LOCATOR

FL2 PROVIDE STOREFRONT ENTRANCE

FL3 PROVIDE WOOD STAIR

FL4

PROVIDE NEW CONCRETE SLAB SEE . SEE DEMOLITION PLAN

FOR EXTENT OF DEMOLITION EXISTING SLAB

FL5 PROVIDE CONCRETE SLAB INFILL AT PUMBING LOCATIONS

FL6

INFILL INTERIOR BRICK WYTHE AT LOCATION OF REMOVAL FROM EXISTING

TRIPLE WYTHE STRUCTURAL MASONRY WALL, VERIFY EXTENT

FL7 PROVIDE LINTEL AT OPENING, SEE FOR DETAIL

FL8 PROVIDE STORM WINDOW AT ALL EXISTING WINDOW, TYPICAL

/2 AE520

/13 AE602

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:4

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

DIMENSION PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 LA Author17101

3005-AE112

1/8" = 1'-0"1

1ST FLOOR DIMENSION PLAN

0 8' 16'4'

T R

R

T H

PLAN

NORTH

1/8" = 1'-0"2

MEZZANINE DIMENSION PLAN

0 8' 16'4'

T R

R

T H

PLAN

NORTH

OF 266134134 OF 266134

B

F

G

H

A

HONOR

GUARD

BREAKROOM

GUN

STORAGE

HONOR

GUARD

RESTROOM

BOOTWASH

WORKSHOP/

STORAGE

WOMEN'S

LOCKER

ROOM

S100

STAIR

RECORDS

ROOM

IT/

SECURITY

OPEN

OFFICE

WORK

LEADER

FOREMAN'S

OFFICE

ENTRY

VESTIBULE

BREAKROOM/

TRAINING

ROOM

0.9 1.1

BB

AA

LOCKER

UNASSIGNED

AFF8'-0"

AFF8'-6"

AFF8'-6"

AFF8'-2"

AFF8'-2"

AFF8'-2"

AFF8'-0"

AFF8'-0"

AFF8'-6"

AFF7'-4"

AFF7'-4"

AE560

AE560

AFF8'-0"

AFF8'-6"

AFF8'-6"

MEN'S

LOCKER

ROOM

HAC

AFF8'-0"

AFF8'-2"

AFF8'-6"

AE560

AE560

AE560

AE560

AE560

AE550

RC1

AE560

HALLWAY

RC2

RC2 RC2

RC2

CC

AFF7'-2"

2'-1"

'-0

AE520 TYP

AE520

1 2

3 4 5 6

B

F

G

H

A

0.9 1.1

BB

AA

ELECTRICAL

ROOM

MECHANICAL

ROOM

HALLWAY

AE560

1.2

CC

AE520

TYP

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED

EQUIPMENT SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC

WITH EQUIPMENT SUPPLIER AND OWNER, PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES,

DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE

CENTER OF ACT PANELS, GYP BD SOFFITS AND/OR PLASTER SOFFIT

BAYS, UNLESS NOTED OTHERWISE. COORDINATE WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND

EXPOSED ENDS OF WALL CABINETS, FULL-HEIGHT CABINETS, ETC

UNLESS NOTED OTHERWISE. COORDINATE CABINET DIMENSIONS

WITH SUPPLIER. GYP BD FASCIA/SOFFIT DETAILS ARE REFERENCED

FROM THE REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND

LOCATIONS. CENTER ALL HEADS IN ACT UNLESS NOTED OTHERWISE.

5. AT REMODELING WORK IN EXISTING ACT SUSPENSION SYSTEM,

REMOVE EXISTING PANELS, CUT AS REQUIRED FOR CONSTRUCTION

AND RE-INSTALL. REPLACE ALL DAMAGED AND / OR EXTREMELY

SOILED PANELS WITH ACT TO MATCH EXISTING.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING ACT

CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

RECESSED

LIGHT FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN

GRILL/

RECESSED

LIGHT FIXTURE

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR

SUPPLY GRILL

CEILING

ELEVATION

AND FINISH

9'-0"

AFF

ACT

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 METAL TRIM AT COLUMN LOCATION, MATCH COLUMN SHAPE - PAINT

RC2

AT LOCATIONS OR REMOVED 1X8 CEDAR BOARDS AT THE UNDERSIDE OF

WOOD JOIST, 1X WOOD BOARD PATCHES. PATCHES TO EXTEND SPAN A

MINIMUM OF 2 JOIST SPACES

RC3

RC4

RC5

RC6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:5

P

M

MAINTENANCE BLDG - 1ST AND MEZZANINE

REFLECTED CEILING PLANS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-AC111

0 8' 16'4' 1/8" = 1'-0"

1ST FLOOR REFLECTED CEILING PLAN

1/8" = 1'-0"

MEZZANINE FLOOR REFLECTED CEILING PLAN

T R

R

T H

PLAN

NORTH

0 8' 16'4'

T R

R

T H

PLAN

NORTH

OF 266135135 OF 266135

B

F

G

H

A

0.9 1.1

BB

AA

AE191

AE191

RO1

RO5

RO2

RO2

RO4

RO4

RO4

RO1

RO4

RO5

RO6

1.2

CC

AE191

AE191

AE191

AE191

AD111

AD111

AE191

AE191

AE191

ROOF KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RO1 STANDING SEAM METAL ROOF

RO2 RIDGE

RO3 VENT - SEE MECHANICAL

RO4 METAL SNOW GUARD

RO5 EXISTING SLATE ROOF TO REMAIN

RO6 EXISTING CUPOLA TO REMAIN

RO7

RO8

EXISTING WOOD BOARD

DECKING

EXISTING WOOD RAFTERS

BEYOND

STANDING SEAM METAL ROOF

3/4" PLYWD SHEATHING

2 LAYERS OF 1 1/2" POLY-ISO

BOARD INSULATION

1/8" RIVET @ 12" OC

RIDGE CAP

NON SKINNING BUTYL

SEALANT AT ENDS, FILL ALL

GAPS

ZEE CLOSURE

UNDERLAYMENT

4" SPRAY FOAM INSULATION WITH

INTUMESCENT PAINT -SPRAY

UNDERSIDE OF EXISTING DECK

NOTE:

SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL RAFTER LOCATIONS

DUCT - SEE MECH FOR SIZE

STAINLESS STEEL HOSE CLAMP

30# FELT

FIELD CUT HOLE 1" MIN LARGER THAT

PIPE. CENTER PIPE PENETRATION IN

PANEL. SEAL. PENETRATION THRU

CONTINUOUS VAPOR BARRIER

MEMBRANE PER TYVEK MEMBRANE

MANUFACTURER'S RECOMMENDATIONS.

SNAP - SEAM

PANEL SHOWN

2x BLOCKING

STANDING SEAM METAL ROOF

3/4" EXTERIOR PLYWOOD

SHEATHING

2 LAYERS OF 1 1/2" POLY-ISO

BOARD INSULATION

UNDERLAYMENT

NOTE:

SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL RAFTER LOCATIONS

EXISTING SOFFIT

PANELS

EXISTING SOFFIT TRIM

EXISTING MASONRY WALL

4" SPRAY FOAM

INSULATION

WITH

INTUMESCENT

PAINT -SPRAY

UNDERSIDE OF

EXISTING DECK

EXISTING WOOD RAFTER

EXISTING WOOD BOARD

DECKING VERIFY CONDITION

METAL GUTTER

22 GAUGE

PREFINISHED SHEET

METAL

DRIP EDGE

CLOSURE TRIM PIECE FLASHING BY

METAL ROOF MANUFACTURER

DEBRIS SCREEN

2x BLOCKING

EXISTING MASONRY WALL

EXISTING WOOD RAFTER

EXISTING WOOD BOARD

DECKING VERIFY CONDITION

2 LAYERS OF 1 1/2" POLY-ISO

BOARD INSULATION

3/4" PLYWD SHEATHING

STANDING SEAM METAL

ROOF

UNDERLAYMENT

SST REGLET FLASHING

SST FASTENER 12" OC MAX

CONTINUOUS BEAD OF

URETHANE SEALANT

SST FASTENER 12" OC MAX

CONTINUOUS BEAD OF URETHANE SEALANT

ALUM SIDEWALL FLASHING

SEALANT AND BACKER ROD

MODIFIED J- CHANNEL

FILL WITH URETHANE SEALANT

FASTENER

SISTERED WOOD RAFTER -

SEE STRUCTURAL

EXISTING WOOD RAFTER

EXISTING WOOD BOARD

DECKING VERIFY CONDITION

2 LAYERS OF 1 1/2" POLY-ISO

BOARD INSULATION

3/4" PLYWD SHEATHING

STANDING SEAM METAL ROOF

FOR ADDITIONAL

NOTES AND

INFORMATION

SEE /4 AE191

ALUM RAKE CLOSURE

TRIM PIECE FLASHING BY

METAL ROOF

MANUFACTURER

WOOD BLOCKING

22 GAUGE ALUM

TRIM W/ DRIP

EXISTING ALUMINUM

SOFFIT PANELS

UNDERLAYMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:5

P

M

MAINTENANCE BLDG - ROOF PLAN AND ROOF

DETAILS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-AE191

1/8" = 1'-0"

ROOF PLAN

T R

R

T H

PLAN

NORTH

0 8' 16'4'

3" = 1'-0"

RIDGE DETAIL

3" = 1'-0"

ROOF JACK PENETRATION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL @ LOW ROOF EAVE

Revisions: Date:

3" = 1'-0"

SECTION DETAIL - FLASHING AT EXISTING WALL

3" = 1'-0"

SECTION DETAIL @ EAVE

OF 266136136 OF 266136

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

AE302

AE302

EL2

EL7

EL1EL3EL5

EL16

EL16EL19

EL17

EL17

EL3

EL15

EL14

EL11

EL19

EL6

EL14

EL18

EL15

EL20

EL15

AE302

EL11

AE301

AE312

EL24 LOUVER TYPE: L1

WE2 WE2 WE2 WE2 WE2

AE312

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

AE301

AE301

EL6

EL7

EL5

EL3

EL8

EL19EL19

EL17

EL17

EL16

EL16

EL18

EL14

EL11

EL24

EL12

EL15

EL20

EL20

EL15

AE311

AE311

AE312

LOUVER TYPE: L2

WE2 WE2 WE2 WE2

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

AE302

AE302

EL4 EL3 EL3

EL2

EL7

W1

EL18

EL16

EL16EL10

EL17

EL13

EL13

EL15

EL10EL15

AE302

AE301

AE312

EL14

WE2

WE1 WE1 WE1 WE1 WE1

WE2 WE2 WE2 WE2 WE2 WE2

WE2 WE2 WE2 WE2 WE2 WE2

AE312

1ST FLOOR

100'-0"

MEZZANINE

110'-4 1/4"

ROOF

116'-0"

AE301

EL3

EL7

EL6

EL10

EL9

EL17

EL10 EL10 EL16EL16

EL18

EL15 EL21 EL22

AE311

AE312

EL14

WE2 WE2 WE2 WE2 WE2

ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

EL1 PROVIDE STOREFRONT

EL2 REPAIR/ REPLACE WOOD SHINGLES

EL3 REPAIR HISTORIC WOOD WINDOW, TYPICAL

EL4 PROVIDE WINDOW TO MATCH ADJACENT

EL5 EXISTING WOOD SLIDING DOOR, PAINT DOOR AND WOOD FRAME

EL6 EXISTING SLATE ROOF TO REMAIN

EL7 NEW STANDING SEAM METAL ROOF

EL8 EXISTING OVERHEAD DOOR TO REMAIN, PAINT DOOR AND TRIM

EL9 EXISTING ENTRY CANOPY AND COLUMNS, REPAIR AND PAINT

EL10

DOWNSPOUT SHOE TYPICAL - SEE CIVIL FOR ADDITIONAL NOTES AND

INFORMATION

EL11 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

EL12 EXISTING OVERHEAD DOOR CONTROL

EL13 REPAIR BAN DOOR AND WOOD PANEL, PAINT

EL14 REPAIR WOOD TRIM AROUND LOUVER AND WOOD OVERHANG

EL16 DOWNSPOUT

EL17

MODIFY EXISTING DOWNSPOUT DUE TO LOWER ROOF'S NEW HEIGHT AND

REFASTEN

EL18 GUTTER

EL19 SPLASH BLOCK

EL15 PAINT WOOD UNDERSIDE OF ROOF OVERHANG, TYPICAL

EL20 STEP FLASHING

EL21 PATCH THE EXISTING BRICK WHERE THE EXISTING SIGN WAS REMOVED

EL22

PATCH THE EXISTING WOOD FRAMING WHERE THE EXISTING SIGN WAS

REMOVED

EL23 INFILL WITH TRIPLE WYTHE BRICK

EL24 LOUVER, SEE SHEET 3005-AE602 FOR LOUVER TYPES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 3005

C U s e rs \p c h o i\ D o c u m e n ts

\1

M a in te n a n c e

R

Y e u n y o u n g .r v t

/2 /2

:2

:5

P

M

MAINTENANCE BLDG - EXTERIOR

ELEVATIONS

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3025

OCTOBER 30, 2024 Checker Author17101

3005-AE201

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

0 8' 16'4' 0 8' 16'4'

0 8' 16'4' 0 8' 16'4'

OF 266137137 OF 266137

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

4. WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE

AT BOTH ENDS OF CASEWORK (UNO).

5. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS WHERE

INDICATED.

6. PROVIDE CONTINUOUS SEALANT AT TOP OF

BACKSPLASH/SIDESPLASHES.

7. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

8. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE

STATIONS, RECEPTION DESKS AND OTHER WORK COUNTERS. CUT IN

FIELD-PROVIDE ONE PER ELECTRICAL DEVICE BELOW COUNTER-

COORDINATE LOCATIONS WITH OWNER. COLOR TO BE SELECTED BY

ARCHITECT. SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

9. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED

COUNTERTOP CORNERS (UNO). ALL PLAM COUNTERTOPS SHALL

HAVE A 1 1/4" THICK PLAM SQUARE EDGE NOSING (UNO)

10. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

11. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE

COUNTERTOPS.

12. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE

CASEWORK SUPPLIER. PROVIDE WALL BLOCKING AT EACH SUPPORT.

SPACE AT 3'-0" OC MAX.

13. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH

OWNER FURNISHED/OWNER INSTALLED EQUIPMENT.

14. NO EXPOSED FASTENERS ON CASEWORK (UNO)

15. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED

TO MATCH CASEWORK.

16. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK,

SHELVING, BASE, FULL HEIGHT AND UPPER WALL CABINETS, AND

FINISHED END PANELS ARE PLAM (UNO)

17. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO

CASEWORK FABRICATION.

18. RETURN BACKSPLASH AT SIDEWALLS (UNO).

19. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

20. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

21. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL

CONTRACTOR.

22. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS

ARE INDICATED

23. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND

TOP EDGE OF DOOR FRONTS/DOORS OF CABINETS

24. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES

(UNO)

25. BASE AS SCHEDULED (UNO)

26. PLAM COUNTERTOPS TO RECEIVE 3mm FLAT PVC EDGE (UNO).

27. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL

CABINETS REFER TO NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR

THAT CABINET. SEE REFERENCE DETAILS FOR ADDITIONAL

INFORMATION.

28. ALL CASEWORK TO BE PLAM-1 UNO.

CASEWORK ELEVATION REFERENCE DIAGRAM

WALL HUNG CABINETS

OPEN FILE

EQFILE

EQ

EQ

EQ6"

EQ

EQ

243015 24211836

ACCESSIBLE

SINK

36 36 24 27 42

MICRO (NIC)

SD

PTD

4" T

O E

S P

A C

E A

T

D

E E

P U

S

E E

LE

V

A T

IO

N

S

30 36

OPEN

S E

E E

LE

V

A T

IO

N

S

BASE CABINETS

4" BACKSPLASH TO MATCH

COUNTERTOP

SIDESPLASH WHEN

REQUIRED

ADJUSTABLE SHELVES (UNO)

ACCESSIBLE SINK

OPEN BASE SHELVING

CABINET. SEE ELEVATION FOR

NUMBER OF SHELVES

SINK CABINET WITH HINGED

DOOR

LOCK

S E

E E

LE

V

A T

IO

N

S

S P

A C

E U

N O

4" T

O E

E

LE

V S

E E

BASE CABINET WITH HINGED DOORS

BASE UNIT WIDTH

FILE CABINET (2) DRAWERS

DRAWER FRONT HEIGHT INFORMATION

DRAWER CABINET UNIT. SEE ELEVATIONS FOR

NUMBER OF DRAWERS

APRON WITH COUNTERTOP

OPEN DRAWER WITH COUNTERTOP

OPEN COUNTERTOP

CABINET UNIT WITH - SEE ELEVATIONS

AT GPBD SOFFITS: 1" OVERHANG FROM CABINET AT

SIDE AND FRONT OF CABINET

AT PLAM SOFFITS: NO OVERHANG. SOFFITS ARE FLUSH

WITH SIDE AND FRONT OF CABINET DOORS

INDICATES REQUIRED CLEAR SPACE FOR VALANCE

- SEE ELEVATIONS

CABINET WITH HINGED DOORS AND VALANCE

CABINET WITH HINGED DOORS

OPEN CABINET WITH ADJUSTABLE SHELVES

H E

IG

H

T

C A

B

IN

E T

T Y

P

IC

A L

1" S

C R

IB

E

/ FILLER PANEL

1"MIN SCRIBE

CABINET WITH HINGED

DOORS AND MAIL SLOTS

CABINET WITH HINGED

DOORS AND OPEN

MICROWAVE SHELF. 18"

CABINET SHELF DEPTH,

VERIFY WITH EQUIPMENT

SCHEDULE

SOILED LINEN

CABINET

FULL HEIGHT STORAGE

WITH (5) ADJUSTABLE

SHELVES (UNO)

FIXED CENTER SHELF

AT FULL HEIGHT

CABINETS

CABINET UNIT

WIDTH

30"30"

AE551

AE550

2' -0

2'

-2

3' -0

AE550

PLAM-2

COUNTERTOP

M1810

RB-1

PLAM-1 CASEWORK

P-1

A1066 A1066

A5075

A5109C

AE550

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

S-1 COUNTERTOP

W/BACK AND

SIDESPLASH

6' -6

A5075

SEE P301 DETAIL 8

FOR PIPE COVERING

P-2

(4)

HDPE WALL MOUNTED BENCH,

PROVIDE SUPPORT

36" LOCKERS, DOUBLE DOORS

P-2

CT-1

COVE BASE

A5109E

A1066

A5075

A5109C

AE550

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

CT-1 TO FULL HEIGHT AT

SHOWERS, ALL WALLS

S-1 COUNTERTOP W/BACK

AND SIDESPLASH

SEE P301 DETAIL 8

FOR PIPE COVERING

6' -6

P-2

K4665

R620027"

AE550

AE550

12"

S-1 COUNTERTOP

W/BACK SPLASH

PLAM-1

CASEWORK

PT-1 COVE BASE

2'-3"

END PANEL

A5082

F2010

/1 AF600SEE

FOR TYPICAL

TILE LAYOUT

6' -6

P-2

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

6' -6

P-2

HDPE WALL MOUNTED

BENCH, PROVIDE SUPPORT

A5200

A5090

A5109D

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

P-2

1 2

F

AE211

AE211

WOMEN'S

LOCKER

ROOM

A5200

A5090

A5082

F2010

A5200

AE211

AE21111

110.1 1'

-8

5' -2

7'

-2

/2

A3

XP3

XN3

B3

B3 D

B3 D

B6 A3

B3 D

5'-0"

5'-0", CLEAR

CL

CL

5'-10"

5' -6

4'

-3

/2

6' -5

3'

-0

5' -6

416 SF

MEN'S

LOCKER

ROOM

111.1

112.1

CL

1'-6"

CL CL

XN3

XP3

1'-6"

5'-0", CLEAR

XP6

A3

XP3

B6 D

A3

5' -2

CL

3'-0"

3' -0

2'

-0

A3

A6

XN3

XN3

2'-11 1/2"

2' -1

5'-0"

XN3XN3

2' -1

3'

-4

XP3

D

XP3

D

XN3

XN3

B3 D

B3 D

XP3

A3

B3 D

B3

1'-9" 2'-1"

A1066

A5075

A5075A1066

A1066

A5075

A1040

(15)

A1040

(4)

WH

FD

FD

FD

FD

FD

AE211

HAC

HALLWAY

WORKSHOP/

STORAGE

123456789

23 14

F2010

1.2

AE540

1'-8" 1'-5" 2'-11" 1'-6"

1'-2"

1'-9" 1'-9"

A5145

A5145

A5082

X0002

X0003

A5109D

A5109C

A5109E

A5109A

A5109C

A5109D

A5109B

A5109E

A1066

A5075A5109C

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

SEE P301 DETAIL 5

FOR PIPE COVERING

P-2

HDPE CUBBIE WITH

BENCH TOP

HDPE

STORAGE

CUBBIES

1' -6

4'

-0

1' -8

(6)

7' -2

EQEQEQEQEQEQ

EQEQEQEQEQEQEQ

CT-1

A5145

P-1

EQ

AE551

5' -2

CT-1

CT-1 BULLNOSEPT-1 COVE BASE

P-1

B

A

AE21123 24

8' -0

3'

-4

4' -0

3'-6"

2'-6"

AE540

3'-8 3/8" 2'-1"

K4665

R7250

(2)

CL

A3

BREAKROOM/

TRAINING

ROOM

AE540

36"

27"…